COUNTY ROAD over NORTH FORK OGDEN RIVER
Map
Coordinates:
+41.33333, -111.8530641°19'60" N, 111°51'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD over NORTH FORK OGDEN RIVER |
Structure number: | 057040F |
Location: | 1 MILE EAST OF LIBERTY |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 25.9 ft. [7.9 m] |
Total length: | 52.2 ft. [15.9 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,000 [as of 2010] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 37.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Poor | Poor | Fair | 1000 | 37.0 |
April 2016 | Poor | Fair | Poor | Satisfactory | 1000 | 39.1 |
April 2014 | Poor | Fair | Poor | Satisfactory | 1000 | 61.0 |
April 2012 | Poor | Fair | Poor | Satisfactory | 1000 | 61.0 |
April 2010 | Fair | Fair | Fair | Fair | 781 | 77.2 |
April 2008 | Fair | Fair | Fair | Fair | 781 | 77.2 |
June 2006 | Fair | Satisfactory | Fair | Fair | 620 | 78.3 |
June 2004 | Fair | Satisfactory | Fair | Fair | 620 | 78.3 |
April 2002 | Fair | Satisfactory | Fair | Fair | 620 | 78.3 |
April 2000 | Fair | Good | Fair | Fair | 620 | 73.3 |
April 1998 | Fair | Good | Satisfactory | Satisfactory | 620 | 84.3 |
May 1996 | Fair | Good | Satisfactory | Satisfactory | 620 | 84.3 |
June 1994 | Fair | Good | Satisfactory | Satisfactory | 620 | 89.3 |
July 1992 | Fair | Good | Satisfactory | Satisfactory | 200 | 89.4 |
September 1990 | Fair | Good | Satisfactory | Satisfactory | 200 | 89.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 350 | 206 | 36 | 24 | 84 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,828 | 1,717 | 99 | 12 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 35 | 23 | 12 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 70 | 46 | 20 | 4 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 104 | 103 | 0 | 1 | 0 |